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v o m ° o ° o d c ,y 4 O _ N m C N C C C C j •0 O V O 0 2- O p N .0 a N D. N ' C m U m N t o m m NO -0 N CLY m m c 0 0 mQ E I d fd L C j l6 C l a 0) . O) C 0) - N A O O O U '> > 0) 0 y C y o w p N p O p C N O. C a N 0) L p U U Y C O w 7> C M Y y 0) N CO = N ~ O OL > O c-p N N N N A N > N OS N L_ L M O= 0 1 � m w CO N«. N Ow Vt' N O h > C i 3 y N N Z O p U N C'O p C'C N 0 C m�>1 �o(DCO �y - , c u ° oE 3 O 3 E 7- to p N N p y N@ M C Q Z c r w L 0 3 N L . '� 0) Co a U) 0 �v 3 " z y LO 0 I � v Z M co H z d m N O N O Z N j r N O) 2 � C Z N E 'D M N w y L O O N C _U 2 m D 10 a-. Z LO 0 r- E N Y Y a o e. R b co a+ 41 C N L .0 Q o a 0 � U) w E m z � > ate L 0 � Z vaaa a o c o o } � cA - U Q) o O O a N N N D O N - 0 0 d 0 O O '0 'D j CD c c a a l U d Q Z w Z 0 Q y N N �+ O C� 0 I— n C O O C C N N 1�1 N C 7 M r N T E S= 0 O U) LL e{ O z W d O � r V € °rte a € r`0 a u c = c - o t � E 2 I I 2 E �. I E a - _# » © - /{( 4 CD 0 § § E o « g $ § / § U) i i co � 0 o o O � ® ® / / 2 E c � , ■ r % Z , . z . Oro 0 D /3 \ i ! E f � CD CD 4 & w ƒ / 7 I � ƒ � � g } k --I \ - � ■ _ k § ) 0 .. Z o z � � m @ m � S ] § \ \ / K cD 2) 0 � _ ( \ / { /\ƒ }fi \�[� CL ƒ§ \ \\ 3E „ �JG$ O R. ® �2( � ��� , n2 =R[K:3 0 ) #z k�k� \�K\i \kƒ 0) ro=Ea = =,a) R CD CD 0C - e§ < mt < CD § � o (D 0 = » � 2 § f / \ = °n = ° -o =Gn@ m= �E+ , =Ee @o ! i »§k[22��2i��\ k to / $0.cn /2aE�[§ e ! fR2 /X= a'k /Rx k i � §+$�� (D 00 a $ ® E 0 cn G6k \�\ 2 // k \ K /i§�� k qb g E «[ - _ (n CL _ 9 N ® t 00 \ \i �\ � ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT i ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386-4680 Fax (715)386-4686 Memo To: Mike Rogers, MP ` From: Pam Quinn, POWTS Ins or CC: Brian Fouks, owner of 1141 Cty. Rd. D, Lot 1 of CSM #763947 copy Date: 11/12/2004 Re: POWTS non - compliant with Wisconsin Admin. Code I received notice that the POWTS at the above address was not in compliance with requirements contained in Comm 84.25(7) for septic tank access openings over a treatment device and Comm 84.25(5) venting the system. Upon inspection, I found that this system does require some changes to meet the minimum requirements of these sections of Wis Admin. Code. The combination septic /dose tank was installed and inspected on June 24, 2004 and the inspector noted that the vent on the tank was 15 feet from the house, at the 4" inspection pipe required over the inlet of the tank and building sewer connection. Apparently this was changed and the inspection pipe is no longer visible above - grade. Comm 84.25(7)(b) requires that inspection openings for tanks "shall extend at least to the finished grade ". The other option is to vent the cover of the dose chamber, which currently has a threaded closed cap. Comm 84.25(5)(a) states "each tank shall be provided with a means of venting gases formed inside of the tank to the atmosphere" to protect residents from methane gas being trapped inside the house. A vent must be added to this tank. The manhole cover of the septic chamber on this combination tank had 6 feet of risers, but at this time the cover is not visible above grade. Comm 84.25(7c) Access requirements (effective as of 2/1/2004) are to have the manhole opening >4 inches above grade (not including the cover) when over a pump or over a treatment device such as the effluent filter. The dose chamber manhole cover does not extend 4" above grade and the electric box is flush with the ground. Both manholes must be extended to 4 inches or more above finished grade. Please contact me for a re- inspection when these to deficiencies have been corrected to verify that the system is code - compliant. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453276 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Fouks Robert f Springfield Townshi -' CST BM Elev: Insp. BM Elev: BM Description: ection/Tow ge /Map No: 110 0 , v 54Q? L S 06.29.15. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic It Benchmark n� /O/ .\ Dosing / ► � Alt. BM � v ('J Aeration ` Bldg. Sewer (a / ve Holding SUHt Inlet U • Z SUHt Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake OAD Dt Inlet Septic , N / Dt Bottom , •� Dosing Header /Man. dh Q o l0 - Aeration r, Dist. Pik 4 Holding Bot. System �a Z Final Grade / PUMP /SIPHON INFORMATION Manufacturer / Demand OL ove (� GPM Model Number ` I o TDH Lift ��� Friction Loss Syst In Head TDH �� t j 2 3 Fa_)m �i iv 13.7 9P . Forcemain engt bia. Dist. to Well 4A �W a ho � 9 �. SOIL ABS TON SYSTEM 5" 017,k Z, BED/TRENCH Width Length No. Of Trenches IT DIMENS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 / ) / I SETBACK SYSTE TO P/L VBLDGWELL LAKE /STRE LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR / N O UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifd Distribution - x Hole Size 3 / I x Hole Spacing Vent to Air Intake // Pi ' �/ l0 sr2 Length__ Dial Length Dia ; Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over I xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil / Yes [] No es 0 No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1 /�/ �7 Inspection #2: 00 zy /6 Location: 1141 Cty. Rd. D Glenwood City, WI 54013 (NW 1/4 SE 1/4 6 T29N R15W) NA Lot 1 Parcel No: 06.29.15. 1.) Alt BM Description = / -� n o ' eh ovv -e-d l-li- Gc� 6 e�t. -� /v�.s� r'rt !h 2.) Bldg sewer length WIZ / f l�,rl� / l�J7. C - t� - amount of cover = �GM4 i & O � ' �� Plan revision Required? R] Yes iJ�'� No �' � Use other side for additional informati n. L � SBD -6710 (R.3/97) Date rs Signature Cert. No. � � VOL 18 PAGE 4757 KATBCE 9 H. VKLSR ---- REGISTER OF DEEDS ST. CROIX CO. MI CERTI FI E� S V RVEY MAP RECEIVED FOR RECORD 05/26/2004 03s30PM LOCATED IN PART OF THE NW1 14 OF THE SW1 14 OF RECTIFIED 1 SURVEY MAP SECTION 6, T29N, R1 5W, TOWN OF SPRINGFIELD, ST COPY FEE: 3.00 CROIX COUNTY, WISCONSIN. OWNER PAGES: 2 LEGEND BOB FOUKS O 1" X 18" IRON REBAR SET, WEIGHING 1133 COUNTY ROAD "D" O� 1.50 LBS. PER LINEAR FOOT GLENWOOD CITY, WI 54013 /?` RAILROAD SPIKE FOUND SURVEYOR OO ° l �s- EDWIN C FLANUM ■ 3/4" REBAR FOUND NORTHLAND SURVEYING, INC. 100' ROADWAY SETBACK O � (J MuL10O4 9 P.O BOX14 - 7-- - - 0] - --7- ( ) PREVIOUSLY RECORDED DATA O\JOp a ROBERTS, WI 54023 ° o -------------- - - -- Q�;?O,; . X *- EXISTING FENCELINE b OO[t- 1 9@5 1 P a. 43409 � � : � = E1/4 CORNER WEST 114 OF SECTION 6 1O, * SECTION 6 I SECTION N89°40'16 923.29' I O;' 9°,— 1 5.01' 615.23' 235.61' I (615.08') 4154.02' 850.84' I I 895.85' OUTLOT 1 0.73 ACRES N w 31,679 SO. FT. OUTLOT 1 IS TO BE DEEDED T w ADJOINING LAND OWNER TO AO 0 w SOIL TEST BOUNDARY LINE TO AN EXIS LOT 1 OCCUPATION (FENCE) LIN 15.89 ACRES INC. R/W w I 692,165 SO. FT. lr I3: rn I o A 15.10 ACRES EXC. RAtV p Q 657,560 SO. FT. , I oo I D IVE APPROVED W ST. CROIX COUNTY C1 � M I P ZoWnM end Pz.k* commMtee sc� I MAY 2 6 2004 *- I W I If not recorded vAt11 30 d8Y Of C+�i approval date approval shall be i M null and void cri 11 CO r •- 10 I Z t I Z �! 5.01' S89 °37'09 "E 903.70 = 500.00' 358.69 j 858.69' 5 ' T �'� GARAGE _ I PRIVATE ' I =I DRIVE 01 � ❑ I ~' I 0; , HOUSE' LOT 2 POLE 8.00 ACRES INC. ft/W I SHED 348,480 SQ. FT. 7.60 ACRES EXC. R �� L I 331,162 SO. FT. O R SU 45' I 1 w NORTH LINE OF THE SOUTH 10 RODS I w Z I I 3.5' +/- EXISTING FENCELINE 907.61' OF THE NW1 14 OF THE SW1 /4 27,44' op Cr 5.01 862.60' wmd — — — — — — — — - - - -- 869 °37'09 "E 935.05' —• - -- — — s.5' +/ EXISTING DRIVE -�' X MMpL!,GQt`�u GD [�L�l>MDD SCALE IN FEET 1 " — — 150 -- ---_ -- --D_ C---- __---C SW CORNER 150 0 150 300 SECTION 6 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB NO. 04 -40 DATE: 4 -6 -04 SHEET 1 OF 2 SHEETS Vol 18 Page 4757 Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 - Madison, WI 53707 7162 ' ���/��',� - Sani tary Permit Number (to be filled in by Co.) _ Departm of Commerce (608) 266 -3151 S Sanitary Permit Applieatio�► State Plan I.D. Number /6D�f3t� In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, s 15.04(i)(m) Project Address (if different than mailing address) 1. Application Information - Please Print All Inform m _� # ' .1Z+� D f Pro erty Owner's Name �u� 01 200 � arcel # t Block # •�bc,r-�� ��.ks � � Property Owner's Mailing Address ` � �� s'Tl Property Location 1 1 ZONING OFFICE / City, State V Li Zip de Phone Number {yw �` j&)'�*, Section N Cc4 1 1 l 1 �(circl II. Type of Building (check at appl d� t I T X N; R .! E o W �� or 2 Family Dwelling - Number of Bedrooms /'�(�� 5 ✓ Subdivision Name CSM Number l ❑ PubliciCommercial - Describe Use ((� . - Q wz� 49) ❑State Owned - Describe Use J� 5 � ' C>� �- 3. S �U C�ry,� l � ♦ ❑City_ ❑Village Township of I1I. Type of Permit: (Check only one box on line A. Complete line B if applicable) V ew System ❑ Replacement System ❑ TreatmenbHolding Tank Replacement Only El Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS S stem: Check all that a l 2 S b ❑Non - Pressurized In- Ground ound> 24 in. of suitable s 1ivtound < 24 in. of suitable soil At -Grade Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: � J, Design Flow (gpd) Design $ it Appl' ation Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Propos (sf) System Elevation �d 5 ' �s asp • Yss �p z •S' VI Tank Info apacity i Total Number Manufacturer Pre ab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed New Existing Glass �>✓il -��K I Tanks Tanks Septic or Holding Tatrk -. Aerobic'I atmentU it 1 Dosing Chartrber - 100 4e� VII. Responsibility Statement- I, the undersign assum sponsibl r installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum gna PRS Number Business Phone Number Plumber's Address eat City, State, Zip Co e) VIII oun epartmen Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Dat Iss ed ssuing Ag t S'gna Stamps) aJ 0 Owner Given Reason for Denial Surcharge Fee) 3 IX. Conditions of Approval/Reasons for Disapproval YSTEM OWNER: / Septic tank, effluent filter and dispersal cell must all op 4"'_ AV— < serviced /maintained i as per management plan provided by plumber. 2. All setback requirements must be maintained �pQ,� (wc(lwt 7L as per applicable code /ordinances. �5127/d Y) 1/bt C, ere pia e,Cou�n�onl the sYs an p ;Perss an 8 /2 Ili ches in sizes -71 L{ _fL�,���L 0 G7i � r�iGt fiut-a�Le sc✓ SBD - 6398 (R 01/03) �ci ����. / j'1ou) ��� B6Fo1e6_ 11is71-AL1A176 05/17/2004 08:02 FAX 715 233 0388 Certified Soil Testing a Leroy 1@003 I , I , I f �'q I � f . e 3 c r. 'n d r0^ 1 � j e y, v s.� q f r� . 1111P 4 , TV d i. Safety and Buildings C0111111 @rCe.Wl. OY 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 ��O � � � � www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 27, 2004 CUST ID No.225094 ATTN: PO WTS Inspector MICHAEL P ROGERS • ZONING OFFICE ROGERS PLUMBING ST CROIX COUNTY SPIA E4457 HWY 12 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/27/2006 Id N Aa ID Transaction ID N .1004130 SITE: Site ID No. 671307 Robert Fouks Please refer to both identification numbers, County Hwy D above, in all correspondence with the agency. Town of Springfield, 54012 St Croix County N W 1 /4, S W 1 /4, S6, T29N, R 15 W FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 960300 Maintenance required; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. C4ndith No person may engage m or work at plumbing in the state unless licensed to do so by the Department per s.145.06, A MR( stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMENT Of &,! N OF TEV General Approval Requirements: SEE CORRCSI • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). �. The changes made to this plan on 5/26/04 by this reviewer were acknowledged and approved by the system designer. The down slope fill will extend to at least 14 feet with 10.7 feet of that fill being ASTM C -33 sand. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. MICHAEL P ROGERS Page 2 5/27/04 • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of See. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 �irGG2�C -C-� ✓` F 1�' .1'�U'� Balance Dye $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Henry F Grote, Certified Soil Testing < e -mail RECEIVED MAY 2 4 2004 Robert Fouks - Mound ` 3A1 � Y & BLDGS 01V Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01 /01) Pressure Distribution, SBD- 10706 -P (01/01) Location: NW '/4 SW '/4 Sec. 6 T 29 N R 15 W Town: Springfield County: St. Croix Date: May 21, 2004 Owner: Robert Fouks Address: 1133 CTHW D Glenwood City, WI 54013 Plumber: kMikeR ers Signature: License: MP 225094 'wally ii Attachments: SBD -10577 -Plan Approval Application 1 D SBD -8330 c °�ruEcF Interpretive Determination Report pending, Trans # 975078o rvcs Jansky on -site inspection report 'OND ENCE Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 _, . ,; . -.- ...... sasraMxc,•rnM�s� »cram%?- <- ..�.,..,...._....__. �. i Design Criteria 'S Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L Bedrooms x 100 gal/bedroom/day x 1.5 4S° gallons /day hydraulic load Design Calcylations In situ designed loading rate Z, ' / gallons/sq. ft. per day Depth to estimated high ground water in. Depth to bedrock b in. Cross slope at system 3 % Force main length S S ft. of in. Manifold/header length ft. of in. Drain -back / \ s� �� gallons / Lateral length bs o' ft. of t in.` Lateral elevation l 01.10 ft. @ bottom of lateral Lateral / l b `1 e hole size in. 3 in. ft. Spacing ( P g s lv� holes /lateral e 1 holes total Lateral volume 3 gallons Total lateral discharge rate Z S gallons /minute @ s� ft. head E Network pressure compensation losses �' �� ft. Elevation difference ft. Friction loss S 3 3 ft. @ 2 6 gallons /minute Total dynamic head s 2 ft. Pump /sipl on 4 _fpm @ h ft. of head Manufacturer Model # Dose volume 4 gallons Lift/sip'h'on tank \ \j% S C.e gallons Septic tank gallons Effluent filter Ocn' Measurement pump on and off o in. Height alarm from tank bottom 1 in. Reserve capacity gallons �- specs.calcs.res Page 2 of g � � m J. �0-2 VQ f d a 1�- f 0 ~ s� so � 3 � a .. 0 �J so N r , 6 ^ J o ' v Cr 10 ( 4- L? ^ al 'J d t. b 01 U s i � � � t'.tj a �� �w.�s.►� cww`.� `'� i S46%, 3 43" j x tSirZ' . S ca, v 1 �i-i Oy �...0. \ \ L 'i�o �O 1 ) o •►. o } �r o�I� 4 lzol CAv- v �+ 1 I 12b r �5zo U 66 f _ Foct< t`�a,w `; k �'j' ,� L't• (a IL. WEI,THERPRO�F R -JLNCT�o►+ LO.CKI NG�GOV &pc G1vICK cl�wuv►cT --� I I, 1 1 IL � F " L �� ► 7/.77', 7 no ND►STua6E0 Sol L. 24w %. II • C 40 /r1MLt T 1 A 2 O t1 l NW.-C (/ PVC s c�►�aovrLO � � 4 0 1. PJIt ` AL 3' 0-- rw E LT i O ►yS `"/ .� b Qa - i 0 U ON - • O O�.0 o q „ CoArt,RET� i � K b G i 5EPTIC i SPEC. IFI i 005E Tg►J..S MAWUF ACTLJRCRi ., IJUMDCiI OF DOSES: PEk ^ A: TAWK SIZE' I yam, b5 0 GALLOWS DO SC VOLU S — ? ME 11 Q, o BAR J ` � �.�, IW U - A r1 C L 01 M1WUiACT r. NG bAGKfLOW A u0.cR: � _.�., MODEL 1`JUIhbCR: \ e \ 1-4 CAPACITIES: A= '2010 WCHES OK SWITCH TyPC: ','`'`` Z 8 WCHESOA PUMP PIAWUF ACTURCR: C• } 11, IWCH 5 OA ci'p MODEL QUMDCR; �`� 9 l S El. R 3 • A E ., O awITCN TdPf: �MQ.V�v w . ..... _ MOTE: PUMP AWD ALARM ARC TO 6L 25 RATE DISCHA INSTALLEO OW SEP ARATE CtKC_ -, N111JIM1UP1 iR(� _.___.r; ►►� VERTICAL DIFFEKEWCC OCTWCCIJ PUMP OFF A1JO OWTRIbUTIOW PIPC.. Z c ;2 5��� - FEET + m'kJ NETWORK SUPPLY PR CLLLIKE .. . . . . z'� Z� I r FCCT + �S S FEET OF FORCC P1AIN X k, Fy �� 6S 100 /[FKICTIOW FACTOR. FEET --�� - �2 TOTAL DtNAMIC. HEAD = �S� FILET IUTERQAL OIMEW61OWi Of TAWK: LEWC T H ________ ; w, o T H I q u l a DEPTH w w HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD/CAPACITY II PER MINUTE 7/e s 1/4 MODELS "140/4140 EFFLUENT AND DEWATERING . s/e Ft. Meters Col. Ltrs. 14- 45 5 1.52 91 344 0 0 j 7/6 10 3.05 84 318 + — 12 40 15 4.57 76 288 0 0 140,4140 20 6.10 68 257 1 1/2 - II 1/2 NPT 35 25 Lag 59 223 10 ' 30 9.14 49 165 30- 35 10.67 38 144 g 40 12.19 21 79 25 45 I3.72 5 19 12 s/e x 20 Lock Volm 46' 6 z 1 5 /i6 0 15 4 SK1524A i a 0 10 2 1 -4 5 J 7/a I I �^"' 6 1/4 F� 4 5/6 0 U.S. GALLONS 10 20 30 40 1 50 60 70 80 90 700 t10 0 } /e LITERS ° 80 160 240 320 400 0 FLOW PER MINUTE + 010904 0 ° 1 112 - 11 1/2 NPT I CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with an alarm. 12 5/8 • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex 4 5/16 system. See FM0732. —1 SK15248 Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls, SELECTION GUIDE • Sealed Qwik - Box available for outdoor installations. See FM1420. 1. Single piggyback variable level float switch or double piggyback variable level float • Over 130 °F. (54 °C.) special quotation required. switch. Refer to FM0477. • Refer to FMO806 for 200 F. applications. 2. Mechanical alternator M -Pak 10 -0072 or 10.0075. 3. See FM0712 for correct model of Electrical Alternator E -Pak. 4. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) 140 Series . 53 lbs. 4140 Series - 73 Ibs. or (4) float system. gixw 14140"' MODELS Control Selection Duplex Volts -Ph Mode Am s Sim lox 115 1 Non 15.0 1or185 2or384 230 1 Non 7.5 1 or 18 5 2 or 3 8 4 115 1 Non 15.5 tor185 2or384 A CAUTION 230 1 Non 7.5 1 or185 2or384 All installation of co ntrols, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN 8 For unusual conditions a reserve safety factor is engineered into the design f f 9 n o eve Zoeller 9 every pump. MAIL TO. P.O. BOX 16347 Z �� SH TO T0: ill 3649 347 Manufacturers of. . O SIt7lP 3649 Carte ane Ru Run Road • 1 ( 50 2 ) LouisvNe, KY 40211.1961 /7 �? PUMP !O. 776 928 - PUMP QL /TY Ut/PB , /iNCE ���� http://www.zoetier.com FAX (502) 774.3624 © Copyright 1999 Zoeller Co. All rights reserved. System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715 -235- 1132, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Safety and Buildings CommePCe.Wl.gov T "" 40 3 N KINNEY WI 6LEE 3D RECEIVEI TD ■ D #: (608) 264 -8777 isca n s i n www.commerce.statemi.us /sb DepartmentofCommerce JUN 01 2004 ', www.wisconsin.gov Jim Doyle, Governor i;. CROIX CULNI Cory L. Nettles, Secretary May 25, 2004 CUST ID No. 225094 ATTN. PO WTS Inspector MICHAEL P ROGERS ZONING OFFICE ROGERS PLUMBING ST CROIX COUNTY SPIA E4457 HWY 12 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL ldentifiation Numbers PLAN APPROVAL EXPIRES: 05/25/2006 Transaction ID No. 975078 Site ID No. 671307 SITE: Robert Please refer torboth identification, numbers,, Town of f Springfield, St Croix County NW 1/4, SW 1/4, S6, T29N, R15W above, in all corres ondeztce with the enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 944965 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Coin 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in -situ soil for adequate treatment and dispersal is required. 3. The basal soil application rate shall be 0.2 gpd/ft ^2, and the linear loading rate 3.5 gpd/foot. 4. Chisel plowing to a depth of 10 -12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. . Landscaping up slope of the mound shall be incorporated into divert surface water drainage f 5, e oun t e m 6. A surface water drainage ditch shall be constructed up slope of the proposed mound site as described in this interpre ive report by CS I Gro 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system plans for this site. MICHAEL P ROGERS Page 2 5/25/04 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G. Ja ,Wastewater Spe list Integrated Services Bureau Wili`RT'c0s ., (715) 726 -2544 Voice (715) 726 -2549 Fax Ijansky@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Henry F Grote , Certified Soil Testing Interpretive Determination Report For an A +0" Mound Septic System On the Robert Fouks property NW 1 /4, SW 1 /4, Section 6, T 29 N, R 15 W Town of Springfield St. Croix County, Wisconsin P.O.W.T•S. Conditionally 975078 oft ij ROVED Submitted by DEPARTMENT OF COMMERCE 4Ea 0N OF SAFETY AND BUILDINGS C RESP DENC Henry F. Grote, CSTM 222774 Certified Soil Testing E. 4366 353 Ave. Menomonie, WI 54751 715- 233 -0398 Contents Page Introduction 1 Methods 1 Local Hydrology 2 Geomorphology 3 Soil Disturbance and Hydraulic Modification 3 Landscape Position 3 Soil Series 4 Data 5 Government Reports 5 Conclusions /Recommendations 5 Attachments Soil Evaluation Report, Henry F. Grote Inspection Report, Leroy Jansky Topographic Detail, Section 11, T 29 N, R 16 W Soil Series Map, Soil Survey of St. Croix County Wisconsin Average Annual Precipitation (1961 -1990) i Interpretive Determination Report for an A +0" Mound Septic System on the Robert Fouks Property — potential CSM p Introduction On November 14, 2003 Henry F. Grote, CSTM 222774, Certified Soil Testing, conducted a Soil and Site Evaluation on the Robert Fouks property for the purpose of establishing the potential for an onsite wastewater dispersal system. An onsite soils verification was conducted by Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, on November 19, 2003. These evaluations were conducted on the north west portion of the 25 acre property described as part of the NW ' / 4 of the SW '/4 of Section 6, T 29 N, R 15 W, Town of Springfield, St. Croix County, Wisconsin. Methods Soil color, texture, structure, consistence and redoximorphic features have been evaluated and reported on the accompanying Soil Evaluation Report in accordance with guidelines under Comm 85 of the Wisconsin Administrative Code. Pertinent information has been abstracted from the Soil Survey of St. Croix County, Wisconsin. Topographic detail has been obtained from the DeLorme 3 -D TopoQuads CD mapping release. Field investigation included four backhoe pits with soil profiles documented on the attached Soil Evaluation Report. The hand dug pit evaluated by Leroy Jansky is located on the plot plan. Rod and transit elevations were obtained at pit locations, along a tentative design contour line, and over twenty foot grid intervals to allow the insertion of nominal one foot contour lines on the detailed plot plan. Local Hydrology The major local hydrology input is from annual precipitation. This is estimated at from 29.57 inches' to 31 inches. Surface runoff is an additional input most significantly during heavy precipitation events. The proposed mound site and upslope land use are currently corn stubble. Upslope of the proposed mound site is a shallow road ditch. The road ditch can be accentuated to the west of the proposed system to divert any surface runoff from impacting mound system performance. The natural slopes suggest such a diversion be north and south above and from near the center of the mound. Dense glacial till beneath a shallow loess cap provides significant groundwater protection from possible surface contamination. Water outputs consist of surface runoff, soil infiltration, and evapotranspiration. Surface runoff will generally be minimal unless frozen soil conditions or excessively heavy and prolonged precipitation occurs. Soil infiltration is described as "well drained" for typical Santiago series soils and "moderately well drained" for Freeon series soils. This is reasonable for the well structured silt loam A horizon; infiltration will slow through the B horizon which, in some pits, is weakly to moderately structured, occasionally parts to a platy structure, and generally exhibits somewhat higher clay content. Some of the observed secondary platy structure is likely induced by tillage. Slower infiltration is anticipated during wet spring periods when the soils are closer to field capacity and slow to dry. The underlying massive till unit will be significantly restrictive to vertical infiltration. Lateral movement of water through more permeable upper horizons will be facilitated by the 2.5 -4.5 percent cross slopes. Heavy and prolonged precipitation - 2.5 inches in 24 hours; described as once in two years - will also slow infiltration as the more permeable A horizon nears field capacity. Evapotranspiration will be a significant factor during the growing season but of no value during the winter season. 1 Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 139. (River Falls, WI data) 2 Wisconsin Average Annual Precipitation (1961 - 1990), www.crh .noaa.gov /mkx/data/wipcpn.gif s Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p. 52. ° Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p. 30. 5 Soil Survey of St, Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 140. 2 Geomorphology Limestone bedrock underlies most of St. Croix County. Typically the limestone is sandwiched between layers of sandstone which is then overlaid with glacial till forming the principal soil parent material. Cary till, correlated with the third sub -stage of Wisconsin glaciation, is the parent till for Santiago and Freeon soils. The Cary till is overlain by a thin concurrent and/or post - glaciation loess cap which is somewhat eroded on this site from agricultural tillage. Soil Disturbance and Hydraulic Modification The proposed mound location is very uniform, smooth topography; vegetation is corn stubble. The A horizon has moderate medium to coarse granular and sub - angular blocky structure; the B horizon has weak to moderate blocky structure which occasionally parts to a moderate platy structure. The platy structure is a natural occurrence of the loess deposition mechanism but some of the platy structure is likely induced by agricultural tillage under somewhat moist conditions. Hydraulic conductivity of the solum can - and should - be improved by deep chisel plowing to a depth of sixteen to eighteen inches. Landscape Position The landscape position of the proposed mound site is east of the highest point of a glacial ground moraine. The proposed location, along the 100.0 contour, is located on Santiago soils in a classic "nose" landscape, convex orientation. The moraine rises to the west to a nominal elevation of 1284 MSL, about one hundred yards west of CTHW D, about 150 yards west of the center of the 100.0 contour which is at a nominal elevation of 1272 MSL. Small scale cross slopes at the proposed mound site are 2.5 to 4.5 percent to the east, north -east, and south -east below the 100.0 contour. No structures are down -slope to interfere with lateral movement of effluent. The 2.5% to 4.5% slopes at the mound site will increase the hydraulic gradient and encourage lateral movement of treated effluent. Upslope surface runoff can — and should — be minimized by the 3 R. Landscape Position (continued) enhancement of the existing road ditch west of and up -slope of the system. The natural contours facilitate the construction of such a diversion to carry surface runoff to the north and south — from the nominal center of the proposed mound to divert water around the northern and southern ends of the system where natural drainage will carry it to the east into a headwater creek of the Eau Galle River. Surface runoff enters the creek at a nominal elevation of 1235 MSL about 0.2 mile south of the SE corner of the 25 acre parcel owned by Robert Fouks. Soil Series The Soil Survey of St. Croix County maps the site soils as Santiago Series adjacent to Freeon Series down -slope to the north, south, and east. Below the Freeon Series soils are Skyberg Series soils. These soils are respectively described as "well drained," "moderately well drained" and "somewhat poorly drained." The proposed mound system would be situated on the Santiago soils with Freeon soils down slope; the Skyberg soils are at lower elevations, nominally one eighth of a mile below the proposed site. Field observations of soil pits are in reasonable agreement with this mapping. Both series at and below the proposed site are Alfisols and Fine - loamy mixed, Family; subgroups are both Typic Glossoboralfs. Field observations show redoximorphic features absent to depths of 8.0 to 16.0 inches. Two observed pits, B -3 (A + 9 ") and the Jansky reported T -1 (A+ 4 "), show at least A +4" of suitable soils; this is strong confirmation of the Santiago well drained soils and lends significant support for the suitability of the site for an onsite mound system. In all observed pits the redoximorphic features were not observed until the B horizon was encountered. Extensive observation did not reveal any redoximorphic features near the bottom of the A horizon. The redoximorphic features were generally few and distinct to prominent, or as noted absent, in the upper portions of the B horizons which suggests historical soil saturation conditions below 8.0 to 16.0 inches. Periodic soil saturation is indicated below 8.0 inches by these observations. These observations are in reasonable agreement with those of Leroy Jansky, Wisconsin Department of Commerce 4 Soil Series (continued) Wastewater Specialist. The Jansky report indicates probable seasonal saturation below the A horizon and depths of 14 inches. Data The soil and site evaluation report and data are similar to other sites which have received Department of Commerce approvals for A +0" mounds with a minimum of six inches of seasonally unsaturated soils in the upper A horizon. Examples include the Lisa Mosentine site, ID #636612, Anthony Ludwig site, ID #634143, Jon Mentink site, ID #787909, Tim Holldorf site, ID # 849265, and Karen & Keith Anderson site, ID #639788. Government Reports Leroy Jansky, PSS, Wisconsin Department of Commerce Wastewater Specialist, was present at this site on November 19, 2003. The Jansky report confirms the possibility of site suitability for an A +0" mound with certain conditions. These conditions are endorsed by this report and incorporated into the conclusions and recommendations. Conclusions/Recommendations Seasonally saturated soil conditions do not occur in the upper 8.0 inches of the soil profile as indicated by the absence of redoximorphic features. This conclusion is supported by both this report and the report of Leroy Jansky. The site is acceptable for a mound septic system with a minimum of six inches of unsaturated soil for treatment and dispersal of treated wastewater effluent as allowed by Comm 83.44(3)(b)1. The six inches of natural soil will allow treated effluent to be assimilated into the subsurface without ponding on the ground surface. Site preparation requires mowing and removal of as much vegetation as possible followed by deep chisel plowing to at least a 16 inch depth. A surface runoff diversion ditch shall be installed upslope of the mound site by accentuating the existing road ditch. This diversion ditch 5 Conclusions/Recommendations (continued) shall be 18 -24 inches in depth with a nominal slope to the north and south of at least 2% and extend to at least ten feet beyond the northern and southern end slopes of the mound structure. k The upslope toe of the mound shall be shaped with additional fill dirt such that a nominal 2% surface gradient is established towards the diversion ditch and towards the north and south to further ensure surface runoff diversion around the mound structure. Mound construction requires 2.5 feet of ASTM C -33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place under relatively dry conditions. This depth of sand creates an effective sand filter and can be expected to produce a treated effluent with less than 30 mg/L of both BOD5 and TSS and fecal coliform concentrations of <10,000 cfu/100mL. The rock cell in the mound structure shall, be 3.5' by 130' for a linear loading rate of 3.46 gallons per day per >� foot. The basal area loading must be a maximum of 0.2 gallons per day per square foot which can be accomplished by extending the sand toe down - slope. The system management plan must provide adequate maintenance information to maximize the system longevity. Final authority for this site's approval rests with the appropriate regulatory authorities, the Wisconsin Department of Commerce and the St. Croix County Zoning Office. This report, conclusions and recommendations are the professional opinion of Henry F. Grote, CSTM 222774. 6 05/17/2004 04:27 FAX 715 233 0398 Certified Soil Testing Q001 RECEIVED Addendum to Robert Fouks Interpretive Determination Report MAY 17 2004 Transaction # 975078, Site ID # 671307 SAFETY $ BLOGS. 01V. Conclusions/Recommendations Seasonally saturated soil conditions do not occur in the upper 8.0 inches of the soil profile as indicated by the absence of redoximtorphic features. This conclusion is supported by both this report and the report of Leroy Jansky. In particular, field observations show redoximorphic features absent to depths of 8.0 to 16.0 inches. Two observed pits, B -3 (A + 9 ") and the Jansky reported T -1 (A+ 4 "), show at least A +4" of suitable soils; this is strong co'Ofiizmation of the Santiago well drained soils and lends significant support for the suitability of the site for an onsite mound system. The nose slope topography allows for an ideal convex shaped mound to take maximum advantage of the moderate slopes to move effluent laterally away, down -slope from the system and facilitate dispersal and additional treatment via the in situ soils. The site is acceptable for a mound septic system with a minimum of six inches of unsaturated soil for treatment and dispersal of treated wastewater effluent as allowed by Comm 83.44(3)(b) 1. The six inches of natural soil will allow treated effluent to be assimilated into the subsurface without ponding on the ground surface. Site preparation requires mowing and removal of as much vegetation as possible ;Followed by deep chisel plowing to at least a 16 inch depth. A surface runoff diversion ditch shall be installed upslope of the mound site by accentuating the existing road ditch_ This diversion ditch shall be 18 -24 inches in depth with a nominal slope to the north and south of at least 2% and extend to at least ten feet beyond the northern and southern end slopes of the mound structure. The upslope toe of the mound shall be shaped with additional fill dirt such that a nominal 2% surface gradient is established towards the diversion ditch and towards the north and south to further ensure surface runoff diversion around the mound structure, Mound construction requires 2.5 feet of ASTM C -33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place ander..relatively dry conditions_ This depth of sand creates an effective sand filter and can be expected to produce a treated effluent with less than 30 mg/L of both BOD5 and TSS and fecal coliform concentrations of X10,000 efu/100mL. The rock cell in the mound structure shall be 3.5' by 130' for a linear loading .rate of 3.46 gallons per day per TiEs I m cv 05/17/2004 06:01 FAX 715 233 0398 Certified Soil Testing Leroy 0 001 Robert Fouks - Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Contraction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01101) Pressure Distribution, SBD- 10706 -P (01 /01) Location: NW 1 /-, SW' /., Sec. 6, T 291, R 15 W Town: Springfield County: St. Croix Date: May 21, 2004 Owner: Robert Fouks Address: 1133 CTHW D Glenwood City, WI 54013 Plumber: Mike Rogers Signature: — - License: MP 225094 Attachments: SBD -10577 - Plan Approval Application SBD -8330 Interpretive Determination Report pending, Trans # 975078 'Jansky on -site inspection report Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 05/17/2004 06:02 FAX 715 233 0398 Certified Soil Testing Leroy fa002 Design. Criteria 't e Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/ 100 ML Fats, oils, grease < 30 mg/L t k. Bedrooms x 100 gal/bedroom/day x 1.5 4S gallons /day hydraulic load Design Calculations In situ designed loading rate 0 - � gallons /sq. ft. per day Depth to estimated high ground water 1> 1 in. Depth to bedrock in. Cross slope at system 3 % Force main length ft. of in. Manifold/header length k-A � r ft. of r in. Drain - back r g+ gallons / Lateral length \ M) 1, (� L. +' b� - d' ft. of � �� t in. k O's , o ft. bottom of lateral Lateral elevation @ � 6 in. �"° 0 i n. 3 3 ft.} Spacing atera! hole size _ �._ L @ _ 0/N'� \ g Vz - o holes/lateral holes total Lateral volume 1 \ 3 gallons 2, S t� 4 - gallons/minute 1 � Total lateral discharge rate g @ ft. head Network pressure compensation losses �' �� ft Elevation difference Friction loss S 13 ft. @ 2.6 gallons /minute Total dynamic head S, s ft. Pump /sipl on 3 4 • b Pm @ 3 ft. of head o �e� Model # 1 Manufacturer ...�— Dose volume R ° gallons Lift/sip�i'on tank QA" \ � - 6 ' ;� CA ""�'O _• % gallons ti 043 Septic tank gallons Effluent filter q- Measurement pump on and off - o in. Height alarm from tank bottom i � ' `� in Reserve capacity gallons spccs.calcs.�cs Page of 05/17/2004 06:02 FAX 715 233 0398 Certified Soil Testing Leroy 0 004 � J I t �f..�;r►1• I� Mp s: S � ��� `�►,� t w �S�aiK 1� �f ��� _ W 9� IOM�R+ Zy� iro— k �• 1 P ) �o�►� ,emu � 4 II 05/17/2004 06:03 FAX 715 233 0398 Certified Soil Testing Leroy 0 005 _.,, t �,�� 130.0 � � � � 4 ^ b E---• mo - � w . h ♦ {/! yl��"'�r.w""�� ` l T �Y-1G.. �,b Cwy'r� Z `. ` (95,0 12b • ��` .� t ` T QJ. wT► �Q�� � ' V � � � MIL Q � � �" � � �'S J �. � t.►. . /(6 i. > V e�o 17v •iQ.f.� TM�►� �.. '00, 05/17 /2004 06:03 FAX 715 233 0398 Certified Soil Testing Leroy 16006 -" It rum CT to rr LOCKING COVER 8co WA ,yN" c xsr� - (' QWCK C14cwwsGT —� �ndR•� / ? 4' ' v �° 9i17L 3' r1 p N4 , �• a0 MAMUM9$ I D, , i N Lct I 4 0 SIIEr JD�t'rJ �� WFl.E. AL 13 ar• c KNELTIO►i.`a ��+ �"`/ � .� b a�C. � • `�' .� i i J:,.:�..0 i � I i pWAP coA .RE►-� i b�oC>rC SfPT ti SPEGIpIGg7101�f$_ Tp.w. -5 MAIJUFACYullcp WUMOER OF COSES: PCk Cam= TAWK SIZE; kv bSro GAf.EO►.15 DOSC VOLUMC AL A^ P AUUFACT'W&LR: INCLUOING C�GKFLOW: ^DOGE IJUYWR: CAPACITIES' A=te � IUCWL5 OK t-�o :.►__ .: Sr./ ITCN Tylt• 8 7— „ 3,4. Iuc is oa PUM I'\AwUFACTUIkEIt; Q1 ¢ni C• ,, iUCNCS ON ri'p ��• r"OOCL WUMpLR• �' ...INVHE5 OR � aWITCx TUPE. �Qlrwr MOTE' PUMP AUO ALARM ARk TO OC MIQ16UM DISCKoklk" RAT L 2 rC.TM INSTALLED OW 5CPjLQATC C-kC- VCRTICAU DIFF0kE 5ETWECIU PU" OFF t>AWO 0I3TRIpUTIOW PIPE.. FEET ': t mlwl?MUM WETWORK SUPPLY P>MM&C , . . . FCCT + X55 FEET OF CORCE MA IM X F /0 0 P tF KICTIOU FACTOR. �i133 FEET TOYAI. •GlAiAMIC. NEAP FEET IUTERUAL. 01MCW6101Jt Of YAIJK: LEW(V _ WiOTH — ;LIQUID C)EPYH 05/17/2004 06:03 FAX 715 233 0398 Certified Soil Testing a Leroy 0 007 G HEAD CAPACITY CURVE TOTAL. oYt4AM1c NEjto /cAPAtm 3 r/a i III , PER MINUTE a MODELS "140/4140 EFFLUENT .0 DEwATERING Ft. Meters Col. Ltre. 14 45 5 0 71 3- t0 3.03 84 716 ♦ ,...1 12 ap 13 ,a> 14 aB6 140,4140 10 0.10 00 257 /r . „ ,/: w, 35 0 2.42 se 227 IQ 30 0,11 46 155 30 33 10.07 35 1a .0 12. 2 70 e I� 43 13 -72 5 it 12 710 Lack Val "! 40' = 0 20 4 )j i I • Y 15 - ^"^^ SKt32N1 o tp I 6. De sign 2 ) 7/a � 6 1/1 5 r 0 U.S. GALLONS 10 20 30 40 50 60 70 a0 90 100 Ito 1 1/tl 1 LITERS a0 40 240 320 400 Y p rlOw PER uiNUTE 01001114 1 1/2 �1 1/2 mn CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are avallable and supplied with an alarm. La .-- Mechanical alternators, for duplex systems. are available with or without alarms. Control alarm systems are available for 1 phase pumps used In simplex system. See FM0732, 5)(4246 • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle Controls. SELECTION GUIDE • Sealed Owik -Box available for outdoor installations. See FM1420. 1. Skreb piggyback variable: level float swath or double piggyback variable level floel • Over 1307. (54 special quotation required. switch. Refer to FM0477. • Refer to FMO806 for 200 F. applications. 2. Mechanlcol aftemstor M•Pak 10.0072 or 10-0075. 3, See FMOT12 for correct model of Elettdcad Alternator E -Pak. 4. Variable level control switch 10 -0225 used as a control activator, specify duplex (3) 140 Series - 53 W. 4140 Series • 73 lbs. or (4) float system - 14014140••• MODELS Control "woo Model Model VWU-Ph Mode Ups Skit Ou AY N140 1 *140 115 1 Non t5.Q 1or1&5 2or384 E140 E4140 230 1 Nan 7. 1011 6 1x b4 p CAUTION SN140 ON4140 115 1 Non 15 -5 1 0r 1 8 5 290&4 All Installation of controls, protection devices and wiring should be done by a qualified BE1401 SE4140 1 230 1 Non 7.5 1 2 W 3 & 4 0consod electrician. All electrical and safety codes ahood be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN J $ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. U Q "L T0: P.O. BOX 18347 W11 Lou", KY 402650347 luenuradurer5 Of . Q , SHIP T0: 3649 Cana Run Road a o Loaf &, KY 40211 - 1961 Quaurr puwam S6CE /939 http:l/wwlN.ioelle►,com I "��� �� ! 1 FAXX(504 74-36 92WMP ®'Copyright 1999 Zoeller Co. All rights re"rved. 05/17/2004 06:04 FAX 715 233 0398 Certified Soil Testing + Leroy 16008 System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section, if problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235 - 1132, or the St. Croix County Zoning Office, 71 5- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . if the septic tank is installed prior to sheet -rock and /or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2_ install water- saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system- the week. 8. Avoid surge flows of water try to spread laundry throug 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned_ 11. if construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start -up. Maintenance 1. The septic tank must be inspected every three years by it properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids e s one third of th tank volume. volume equal t be pumped, and the filter must be back - washed �s pumped, an p p 3. When the septic tank t p p Y solids in the bottom of the pump tank m ust into the septic tank to remove accumulated material. System use may require more frequent filter cleaning. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell_ Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. nents other than those mentioned here, maintenance requirements will accompany S. If this system contains specific treatment compo their specifications. s system include an alarm which 6. The pumping components for thich must be installed and remain on a separate circuit from the . !f the alarm is activated, minimize water use and notify a lic service can plumber for service as soon as possible. The system allows reserve capacity s pump. n be restored, this volume is minimal, and no o r t accumulate some necessary flow until normal o one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8, Avoid disturbing the system itself such that might encourage erosion or disturb the required see�in to "► "increased frost depth. m n 9. Particularly avoid winter traffic such as sliding or s o wmobilin 8 which might compact act snow and run -off' into the system changes which might send s • avoid andsca g a otd l 10. Surface drainage must be diverted around the system, Pe area. treatment tanks; death may result because they may contain lethal gases or 11. Warning: Do not enter septic, pump or other insufficient oxygen. Contingency Plan wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 w hil e a and re w may be necess Pile airs are implemented. Additional testing, designing, a y P (2). Pumping and hauling of wastewater y ry and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8of8 . 1945 Wisconsin Department of Commerce LUATION REPORT Page t of 3 Division of Safety and Buildings Cicco®reth CorrN485, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. i' potential CSM Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Fouks, Robert Govt. Lot NW 114 SW 1/4 S 6 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1133 CTHW D Potential CSM City State Zip Code Phone Number City „ Village a Town Nearest Road Glenwood City WI 1 54013 1 715 - 265 -7178 Springfield CTHW D i New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _. i Replacement ? Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: 3.5' x 130' rock cell mound on 100.0 as upslope edge of rock w/ 25 sand fill w/ state /county approval for interpretive site determination; A + 0" site; 0.2 gpd /sq ft loading Boring # Boring 1%I Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD& in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr cs 1m .5 .8 2 4 -10 7.5YR 3/2 - sil 1 f sbk mvfr cs if .2 .3 3 10 -18 10YR 4/4 fl 7.5YR 4/6 sil 1 m sbk mvfr cs if .2 .3 4 18 -36 5YR 4/4 f2d 7.5YR 5/3 sl 0 m dh - - .3 .5 i I horizon 3 is slightly gritty w/ fs & often parts to 2 f pl; lacks A + 4 "; presumptive limit is 0" Boring # Boring ei Pit Ground Surface elev. 99.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -3 7.5YR 3/2 sil 2 m gr mvfr gs if .5 .8 2 3 -8 7.5YR 3/2 - sil 1 f sbk mvfr cs 1 m .2 .3 3 8 -17 10YR 4/4 c2d 7.5YR 4/6 t OYR 6/2 sil 1 m sbk mvfr cs 1 m 2 3 4 17 -28 5YR 4/4 c2p 7.5YR 5/3 sl 0 m dh - - .3 .5 i lacks A + 4'; presumptive limit is 0" * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS _< 30 mgL CST Name (Please Print) gnatu CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54 5 11/14/2003 715- 233 -0398 R Property Owner FOAS, Robert Parcel ID # potential CSM Page 2 of 3 31 Boring # J Boring 16 Pit Ground Surface elev. 99.5 ft. Depth to limiting factor 16 in. Sod Application Rye Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs if .5 .8 2 3-7 7.5YR 3/2 - sil 1 f sbk mvfr cs IM .2 .3 3 7 -11 7.5YR 3/2 - sil 1 f sbk mvfr cs if .2 .3 4 11 -16 10YR 4/4 - sil 1 m sbk mvfr gs if .2 .3 5 16 -30 5YR 4/4 f3p 7.5YR 5/3 sl 0 m dh - IM .3 .5 horizon 3 has reticulated 7.5YR 3/4 apparent decayed organic matter 4] Boring # Boring 0 Pit Ground Surface elev. 99.9 ft. Depth to limiting factor 0 in. Soil Appl ication Horizon Depth Dominant Color Redox Description Texture Stnx lure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-4 10YR 3/3 - sil 2 f -m sbk mfr gs 1 m .6 .8 2 4 -9 10YR 3/3 - sil 1 f sbk mvfr cs if .4 .6 3 9 -18 7.5YR 4/4 f1 d 7.5YR 4/6 sl 1 m sbk mfr - - . 4 .7 lacks A +4'; presumptive limit is 0'; redoximorphic fetures become c2d below 12" F-1 Boring # = I Boring Pit J Ground Surface elev. ft. Depth to limiting factor in. Soil Apples Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <.30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. N d- o � 3 J s t- rA 1 M Vi ol f r 1 A `f qLA q, ,r v C7 p-I J ` N 0-1 ri 'o n r S�Cp� C s \ M d Cr jj s� r � LA i f SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 isconsin INSPECTION REPORT `"'"' 72su2 sib Department of Commerce Date of Inspection: November 19, 2003 Plumber Name and Address: Project Name: Fouks Unknown Use: Residential New Legal Description: NW- SW- 6- 29 -15W Site Number: Certified Soil Tester Name and Address: Henry F. Grote, CST 222774 Subdivision: NA E4366 Ave. Municipality: Town of Springfield County: St. Croix Menomoonie nce WI 54751 Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: Robert Fouks 1133 Cty Hwy D Wastewater Flow: 450 gpd Glenwood City WI 54013 Persons Present: H. Grote An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also . be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile could be described as follows: 00 -10" 10YR 3/3 sil, 2csbk, mfr, as. 10 -14" 10YR 5/4 sl, 2csbk, mfr. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 3.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd /ft The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. Deep (15 -18") chisel plowing is recommended. The mound shall be constructed to divert surface water around the mound structure as much as possible. It is recommended that the bound location be moved 40 -50 ft south from the proposed location. Lastly, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. i - LkZy G. J sky, Wa water SpYcialist Ljansky@commerce.state.wi.us E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: [County ❑ Plumber CST ❑ Owner ❑ Other • 1 I � / ~ l \ r If o _ r 1 2 5 0 r �+ ' 11276 /� ! 125 i oov 0' 1269 (13 _ 1 `1 f Q � l r I N45 3-D TopoQuads Copyright 0 1999 DeLorme Yarmouth, ME 04096 Source Data: USGS 50 It Scale: 1: 14,400 Detail: 13-7 Datum: WGS84 1 4 a fi `��'+►srh� ;+� 7yk ,.., .. f �al Ti 1 y �; � 3 �� i t a� � // r • pp j .M1.Yi iY � s• =. ,yd,- 34 g • f # t `� Hit3 r,. T Xa v ie aN a E p at All • °. �`.,�d`... .i - '' '*i''.'r'`�'s"` ., 111111 -�`' �'' i'�` '1�°�' „fir � ,g� w���} � - Y `''`y `St�r�� r.- p v } Page 1 of 1 30 31 32 Wi sc onsin Average 30 Annual Precipitation 33 (1961 -1990) 34 *` 34 32 3 a 31 i 31 ,� 31 32 30 32 z» 31 d 32 •;x 33 Y 33 s; } 30 Y 32 s 31 ' Maximum = 36M Lake Geneva Minimum = 28.80 31 Spooner 3 1,S {: 33 I`F 31 34 32 3 34 A. F. Kapela 3 http: / /www.crh .noaa.gov /mkx/data/wipepn.gif 3/2/2004 SAFETY AND BUILDINGS DIVISION , Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, e. 54729 �sconsin vv,nnn,.commerc(7 a) 726 2544 15 726 -2544 Department of Commerce Date of Inspection: November 19, 2003 Plumber Name and Address: Project Name: Fouks Unknown Use: Residential New Legal Description: NW- SW- 6- 29 -15W Site Number: Certified Soil Tester Name and Address: Subdivision: NA Henry F. Grote, CST 222774 Municipality: Town of Springfield E4366 353 Ave. County: St. Croix Menomonie WI 54751 Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: Robert Fouks 1133 Cty Hwy D Wastewater Flow: 450 gpd Glenwood City WI 54013 Persons Present: H. Grote An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile could be described as follows: 00 -10" 10YR 3/3 sil, 2csbk, mfr, as. 10 -14" 10YR 5/4 sl, 2csbk, mfr. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow 'permeability, the linear loadinq rate should not exceed 3.5 gpd /ft and the basal wastewater application rated should no exc 2 gpd /ft . The a I Iona asa area wil! partially compensate for the gentle an s leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. Deep (15 -18' chisel plowing is recommended. The mound shall be constructed to divert surface water around the mound structure as much as possible. It is recommended that the bound location be moved 40 -50 ft south from the proposed location. L ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water an ive ing i away rom a moun site. If there are any questions regarding this report, please contact me. L y G. J sky, Wa water S cialist Ljansky@commerce.state.wi.us E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: County ❑ Plumber JZ] CST ❑ Owner ❑ Other 1945 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and loca ' distance to nearest road. potential CSM Ple rvide pp ���i n. Reviewed By Date Personal information you pr ay� b� or secondary purposes (PriWacy Law, s. 15.14 (1) (m)). Property Owner g 2(�O , Property Location Fouks, Robert Govt. Lot NW 1/4 SW 1/4 S 6 T 29 N R 15 W Property Owner's Mailing Add r s; Lot # Block # Subd. Name or CSM# 1133 CTHW D ST GR�1� C,��rl`',F_ Potential CSM City to a Phone Number City Village V Town Nearest Road Glenwood City WI 1 54013 1 715 - 265 - 7178 Springfield CTHW D /i New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD s Replacement I Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: 3.5' x 130' rock cell mound on 100.0 as upslope edge of rock w/ 2.5' sand fill w/ state /county approval for interpretive site determination; A + 0" site; 0.2 gpd /sq ft loading Boring # Boring ' Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ' Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr cs 1m .5 .8 2 4 -10 7.5YR 3/2 - sil 1 f sbk mvfr cs if .2 .3 3 10 -18 10YR 4/4 f1d 7.5YR 4/6 sil 1 m sbk mvfr cs If .2 .3 4 18 -36 5YR 4/4 f2d 7.5YR 5/3 sl 0 m dh - - .3 .5 I horizon 3 is slightly gritty w/ fs & often parts to 2 f pl; lacks A + 4 "; presumptive limit is 0" Boring # _:-I Boring el Pit Ground Surface elev. 99.1 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I 1 0 -3 7.5YR 3/2 - sil 2 m gr mvfr gs if .5 .8 2 3 -8 7.5YR 3/2 - sil 1 f sbk mvfr cs 1m .2 .3 3 8 -17 10YR 4/4 c2d 7.5YR 4/6 sil 1 m sbk mvfr cs 1m .2 .3 I OYR 6/2 4 17 -28 5YR 4/4 c2p 7.5YR 5/3 sl 0 m dh - - .3 .5 lacks A + 4'; presumptive limit is 0" ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30< 150 mg /L " Effluent #2 = BOD < 30 mg /L and TSS_< 30 mgL CST Name (Please Print) gnatu CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 5415 11/14/2003 715 233 - 0398 I Property Owner Fouks, Robert Parcel ID # potential CSM Page — 2 — of 3: " 3] Boring # j Boring 01 Pit Ground Surface elev. 99.5 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnxtuure Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs If .5 .8 2 3-7 7.5YR 3/2 - sil 1 f sbk mvfr Cs 1 m .2 .3 3 7 -11 7.5YR 3/2 - sil 1 f sbk mvfr Cs if .2 .3 4 11 -16 10YR 4/4 - sil 1 m sbk mvfr gs if .2 .3 5 16-30 5YR 4/4 f3p 7.5YR 5/3 sl 0 m dh - 1M .3 .5 horizon 3 has reticulated 7.5YR 3/4 apparent decayed organic matter F 1 Boring # J Boring ✓m Pit Ground Surface elev. 99.9 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 `Eff#2 1 0-4 10YR 3/3 - sil 2 f -m sbk mfr gs 1m .6 2 .8 f ' 2 4 -9 10YR 3/3 - sil 1 f sbk mvfr Cs if 4 �yfi 3 9 -18 7.5YR 4/4 f1 d 7.5YR 4/6 sl 1 m sbk mfr - - .4 .7 lacks A +4'; presumptive limit is 0'; redoximorphic fetures become c2d below 12" ❑ Boring # -'j Boring _ 1 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots QPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD -i mg /L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. o Q .94 s �o . - .. .� rA rl A fj o w c ^� A D P-1 J r. c 1 o 0 f A `- a` 8 s��rl 4 v \ 3 M a ; vb ; t N POWTS OWNER'S MANUAL MANAGEMENT PLAN _ii +.ii LE INFORMATION SYSTEM SPECIFICATIONS Septic Tank Capacity p O gal ❑ NA Piznit # Septic Tank Manufacturer DESIGN PARAMETERS Effluent Filter Manufacturer NA ❑ NA Number of Bedrooms I00gpd/bedroom ❑ NA Effluent Filter Model Nt E] NA Number of Commercial Units NA Pump Tank Capacity gal ❑ NA Estimated flow (average)* 3 a 0 gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), estimated x 1.5* gal/da Pump Manufacturer ❑ NA Soil Application Rate da Y Pump Model ❑ NA g Pretreatment Unit Influent/Euent Quality (NAM) Av * ❑ NA ffl Fats. Oil &Grease (FOG) 5 30 m ❑ Sand/Gravel Filter ❑Peat Filter Biochemical Oxygen Demand (BODs) ❑Mechanical Aeration [3 Wetland Total Suspended Solids (TSS) - 220 mg/L ❑ Disinfection ❑ Other: Manufacturer: Model: _< 250 mg/L Dispersal Cell (s 1'i�etreated Effluent Quality Monthly Average ** * 0 In- ground (gravity) ❑ In- ground (pressurized) Biochemical Oxygen Demand ODs) 30 mg/L 0 At -grade Mound Total Suspended Solids (TSS) Fecal Colifonn (geometric mean) 30 mg/L ❑ Drip -line ❑ Other: <10 + c#u/100m1 ❑ Leaching Chamber Manufacturer Maximum Effluent Particle Size 118 inch diameter Model Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate Area Re q . ' — P (Other than bedroom based) Absorption Area Credit per unit ft2 Minimum Number of Chambers ❑ Aggregate Design Flow/Loading Rate= min ** Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and approval letters. DESIGN CRITERIA "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Con verse eta1.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ . "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis – ASAE Publications 5 -77 and "Design Manual – Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 ❑ SBD 10570 –P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ❑ SBD – 10567 P (8.6/99) "In Ground Absorption Component Manual" ❑ SBD – 10705 -P (N.01101) "In Ground Soil Absorption Component Manual" Version 2.0 ❑ SBD – 10628 –P (N.6/99) "Recirculating Sand Filter System Component Manual" ❑ SBD – 10656 –P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 101572- P(R.6" 5� SBD - 106 P (N.01 /01) "Mound Component Manual" Version 2.0 Smgle Pass San ter .ompua ❑ SBD - 10657–P (8.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573–P (R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 – P (N.01 101) "Pressure Distribution Component Manual" Version 2.0 ❑ Drip Effluent Dispersal Comp onent p p p Manual for Multi -flo Onsrte Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ months years) (Maximum 3 yrs.) Pump out contents oftank(s) When combined sludge and scum equals one -third (1/3) of tank volume Inspect di cells At least once p dispersal O eve months every ❑ the ear(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months years) Inspectpump, R! controls & alarm At least once every ❑ months year(s) ❑ NA Flush laterals and pressure test At least once every 3 ❑ months year(s) 0 NA Valves At least once every .❑ months T3 year(s) M NA Other: At least once every ❑ months M NA Page of START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that mad+ impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water - saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note. this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fiuit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. viamtaia a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. 0 Valves Valves shall be operated in the following manner: Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 slay reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. IDWECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Septic Tanks Component 11 Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks ar leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with as effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. 4 rump Cltamher/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks; backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. c3 In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of iviound, At- Grade, In- Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for an Y evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory n authority. Pondmg greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. IYEPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned i e openings P P P &� - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infiinged upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at time. A s le replac en area is n av le due to s and/or soil ' itatt ns. B g ances ' techn a h din tank ma e ' talle a last sort to r ace th ' ed S. e site as no en ev to idea a ble replacement area. Upon failure of the POWTS a soil and site evaluation must bo rmed to locate a suitablo replacement area If no replacement area is available a holding tank may be installed as a lastresort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface.: Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING- > ' ' SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS PWTALLER POWTS MAINTAINER Name Name Phone 1,� 0 35 - - Phone `SEPTAGESERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency 7, I Phone Phone K:IWPDATAW"0WTS OWNER'S MANUAL.doc Page of SEPTIC TANK MAIN'T'ENANCE AGREEMENT _AND ' O ' WN RSHIP CERTIFICATION FORM �dtlros I' JJ C7JY— `�` <�'1'►lC i �S� GLX/��� - 1JPorLv Address _ ('`erifrcatiou required from Planning Deparanent for new COnstruction) Parcel Identification Number �piYt��titi�l CJ �1 SAL DESCRIPTION y; .,. o f ,S rty Location 1A1�7 r /4, C5_ 1/4, Sec. (D T a�N -R-1!2—W, Town of 42T bcivision Lot # ?�10 ► �,c Volume Page # iap ���1 re zG "�Varraaty Deed # -5 7 d , Volume ( 7 Page # sp„ home [] yes Vao Lot lines identifiable lld'yes 0 no S" STEINS MAINTEI'�iANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintcrancc cousists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system .:u affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a torplumber, journeymauplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal sysl( rm is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. ijNyu, the undersigned have read the above requirements and agree, to maintain the private sewage disposal system with the st iiidxi 1 net forth., iterciu, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cerrincatior Stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office witl� �� 1 u days f the three year expirariou date, SIGNATURE OF APPLICANT DATE O'iri NER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the ONvner;s) oe the p roperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA'1'UP.E OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. } Iac:lude with this application. a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed s 1 MAY - 16-2004 IBIA4 FRCM:WBS CHUCK A.- IORIAN A 71g 389 1212 T0:171566SMiS P.mi /aal 9Nllla'J 1'�:� ,lals� I,o-Z L a .9•I0 ° ..9-.s 4 o t I I rr I I 2 1� I:I,rI'1 Iu. 1, 1' ilnilll�, i TO Ir.11al!:Lrlil O � $ I 1 •rl II I'I,I;rI � Q i ��► < 1 y / N 1111.�1I I r All, 0 Ln 14"t q „ Q1 1 ` O V i13JJ:i O ASH RAILING � �\ , �P `♦ h f Q i',I'I I I .ruc11♦ ro b 1 III II`•I I:I 1� • 1 I'I I I r,ll' 1 1 rl 1 I! R 1 I.I: lil t I 1 1,1'� tO V Itl I I I m A m 1 I! I:III 1 I I C{ 1 � 'IC I 1 1.1,111"+�'l l I I1, ..1.� � � 1�1 I�r1:1 r,1 , 1.,., �,1 I;,.I 1 Ci � o g � 't.1 1' H 01) 3 31 � 11 � 1 I:Cr,11,1 x 7 �I 1 u 1 1 1 1. � i l l l 1'{•I �� f � �C 1 1•I'i �I l�l�l.l.l 11' xx 1 III,I 1 1 1 1 Gl 111 �I �1 I l f l l III 1 1 1 1'I i. Q �1 I 1 ! I I III 1,1 I•I:1: —� 11 1'I I !.I 111 1.1.1 1 Ii1� 7M � 11.1111 0 ; ' 1 1 d •� HARDWOOD CAP m I1., •1 1,., a r � • ' .._.. •� I I 1 11,1 1 rid. � 1,1. I• 1, d o �d 1 I:i I , c q 1'I T 1,1,1 1,1,1'1 � r C rn m b; I I I I;r11 :� I . .111 rl 1: 1, 1 0 70 C iJlil4 © 271.46 ° TrT:d L980=:01 BTO2999STZT ddUN)I:WOad ZS:OT 17002- 12-AUW 4 a 4 e r 5" � VOL 1. 1 1047 KATHLEEN H. WALSH ' REGISTER OF DEEDS Document Num§2 WARRANW DEED ST. CROIX CO., WI RE,:EIVED FOR RECORD - _ J- Beradene A. Olson, aWa Beradene Olson, a single perscn, t conveys and warrants to Robert A. Fouks, a single person, 592035 `r the following described real estate in St. Croix County, State 11-19-19% 1:00 wf of Wisconsin: •. .k WARRANiII DEED } RECORDING FEE: 10.00 r•' �. PAGES: 1 } ^ Recording Area _ Name and Return Address ' Bert D. Petersen Attorney at Law P. C. Box 117 Clear Lake, W1 54005 ^ _ 034- 1012AO (Parcel Identification Number) The Northwest Quarter of the Southwest Quarter (NW '/. of SW ;h) of Section Six (6), Township Twenty-nine (29) North, Range Fifteen (15) West, excepting the east 11.428 rods l lpk� `3 and the south 10 rods thereof. PF . TRANSFER CO �Et 7 Exception to warranties: all easements and restrictions of record. ..� This is homestead property. Dated this /`� day of 1998. 'Beradene A. Olson pY4! .r -^� AUTHENTICATION ACKNOWLEDGMENT �y Signature(s) STATE OF WISCONSIN ST. CROIX COUNTY Personally came before me this L day of V0,► m,1, I 1998, the above named Beradene A. Ols" a/k/a authenticated this ^ day of Beradene Olson, to me known to be the ZIN who �..? executed the foregoing instrumenP the same. f ' signature ✓, c� type or print name signature �• ; . - + r +� TITLr. MEMBER STATE BAR OF WISCONSIN type or Print name (If not, Notary Public St. Croix County Wiscorsin. authorized by §706.06, Wis. Stats My commission is permanent. (If not, state expiration date: i THIS INSTRUMENT WAS DRAFTED BY ) . Thomas A. McCormack - Names of persons signing in any capacity should be typed or Baldwin WI 54002 printed below their signatures. �T Infon, anon Professionals Company Fond du Lac, 09con" 800455.2021 a I I Private On -Site Wastewater Treatment System (POWTS) Indexi and Title Sheet Owner: D b ` "� - CAA- Project Name and System Type: — TJYrr-- btd r OWY � I Location: Street Address Legal Descnpti n � ►1n •� To nship/atu contents: Page 1: taw 1 2 (t C O Cb� Page 2: VC) Y5 Muy 6 ,/u,�,c Ilk Wut L eve Page 3: Page 4: Page 5: c I Page 6: Page 7: -- Page 8: 1 Pte( 4 T Page 9:� Attachments: Ve, T S Plumber/Designer :Mke, e 5 Signe _ .Credential Number: 0 9 4 Date: - MLUA ' Q00 Il I II CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW7 /4 F THE SW1 /4 OF SECTION 6, T29N, R1 5W, TOWN OF SPRINGFIELD, ST. I u CROIX COUNTY, WISCONSIN. I OWNER LEGEND BOB FoUKS 1"X 18" IRON REBAR SET, WEIGHING 1133 COUNTY ROAD "D" O (& 1 LBS. PER LINEAR FOOT GLENWOOD CITY, WI 54013 °� OO RAILROAD SPIKE FOUND SURVEYOR °��i? ' EDWIN C FLANUM IN 3/4" REBAR FOUND NORTHLAND SURVEYING, INC. OO M4�OO 4 9 P.0 BOX 14 ... ( ) PREVIOUSLY RECORDED DATA @ .@. H . Dm t06F ROBERTS, WI 54023 p 100' A WAY - -- - -- - 1 1'UU - - , ( I � 0 6g ° E --�E E1/4 CORNER 0 I Q �- EXISTING FENCELINE l'J OL�io - p - 0 � I I I W1/4 CORNER EAST - WEST 1/SECTION 6 SECTION 6 SECTION 6 10' + / - (N88 °W) I QO ; ' N89°40'16 °40'16 N 923.29' 5.01 6615.23' 235.61' (615.08') 4154.02' 800.84' 27.44' z I 895.85' 1 I o ~ O W I Q o I OUTLOT 1 0.73 ACRES 31,679 SQ. FT. w W 1 UTLOT 1 IS TO BE DEEDED TO AN w � I ADJ INING LANDOWNER TO ADJUST W NDARY LINE TO AN EXISTING O ' O I SOIL TEST B LO! 1 CCUPATION (FENCE) LINE. Z 15.89 ACRE INC. R/W z w ` w I 692,165�SQ. FT. ' F, t o I 15.10 ACRE EXC. R/W' O U. O 657,560 SQ. FT. rn I n n o0 •— I DRIVE PROPO QVED ^ r COU NTY � • � s cou . � Plsntdn Zoning a^d Para Gommfttee MAY 2 6 2004 8 r W W I ' if not rded within 30 days of J� M al date approval shall be g O Q $ null oW vold M z *' Z C N I r Di Z 5.01' S89 0 37'09" 903.70 1 - 5 � � 8 8.69' ( 358.69' LU 5' PRIVA�- GARAGE G z d TE U j = I DRIVE 1�. I � w r � 1 LO 2 �' v `- D1 I HOUSE. Z I POLE 8.00 ACRE INC. R/W U N 1 i SHED 348,480 SO. FT. w z., cn w r> 7.60 ACRE EXC. R/W p 1 1 331,162 SO. FT. O z I I a I z 1 50' 45' I z LU NORTH LINE OF THE SOUTH 10 RODS i ¢ z cn EXISTING FENCELINE OF THE NW1 /4 OF THE SW1 /4 27.44' w o 3.5' +/- 907.61 2 5.01 62.60' w Z -------- - - - - - - - - - -- S89 935.05 - - - — - - -• 5.5' +/- o c _ 0 � EXISTING DRIVE z co -X�' i �-� � I dap �C D L�Q[n� - _ 15 � ° M c" 0! -- ----------------------- - -- SCALE IN FEET 1 _ 0 SW CORNER 150 0 150 300 SECTION 6 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB N0.04 -4� DATE: 4 -6-04 SHEET 1 OF 2 SHEETS ZOOZ 'llady paslna�l a)ea uewjrego gall! w ;o nleuB J ��� `� suol llpuo0 sanadde Aileuol)IpuoO sloafa� sanoaddV N0110V 3311IWWOO SM1JVd T ONINOZ `JNINW - ld lei, aagwnu delN 6uluoZ A8 / / :a)aldwoo pue paldaoola ogeollddy aldd 31Va aldd S33d W101 00g all uol)oadsul - uo Q0 —� OOh all uolleolldde ' 00112U CA lel;lwgns to owIj le i(aolepuew eje seal asa41. 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